I.S. ENV 1993-1-5:1998
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-5: GENERAL RULES - SUPPLEMENTARY RULES FOR PLANAR PLATED STRUCTURES WITHOUT TRANSVERSE LOADING
Hardcopy , PDF
29-01-2007
English
01-01-1998
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Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
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Foreword
1 General
1.1 Scope
1.2 Distinction between principles and application
rules
1.3 Normative references
1.4 Definitions
1.5 Symbols
2 Basis of design
2.1 Modelling for elastic global analysis
2.2 Verification of cross-sectional resistance
3 Effects of shear lag on stress distribution and
resistance
3.1 General
3.2 Effective width for shear lag at serviceability
and fatigue limit states
3.3 Stress distribution due to shear lag
3.4 In-plane load introduction
3.5 Shear lag effects at ultimate limit states
4 Resistance to plate buckling
4.1 General
4.2 Buckling of plates in compression
4.3 Buckling of plates in shear
4.4 Resistance of webs to transverse forces
Annex A [Informative] Buckling coefficients
A.1 Buckling coefficient for plates with multiple
stiffeners loaded by direct stresses
A.2 Critical stress for stiffener regarded as a
fictitious column restrained by the plate
A.3 Shear buckling coefficient for stiffened panels
Covers supplementary provisions for the design of plated structures, with or without stiffeners.
| DocumentType |
Standard
|
| Pages |
38
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Superseded
|
| SupersededBy |
| Standards | Relationship |
| ENV 1993-1-5 : DRAFT 97 | Identical |
| I.S. ENV 1993-5:1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING |
| ENV 1993-5 : 1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING |
| ENV 1993-2 : 1997 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 2: STEEL BRIDGES |
| ENV 1993-1-1:1992/A2:1998 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - GENERAL RULES AND RULES FOR BUILDINGS |
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